Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta
In order to develop construction materials with greater efficiency and performance than conventional materials, mixtures of lightweight concrete (LWC) made from thermally expanded clay (TEC) have been generated. In this article we study the mechanical properties (equilibrium density, compressive str...
- Autores:
-
Palacios Pabón, José Daniel
caceres rubio, jose rafael
Sanchez Molina, Jorge
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Universidad Francisco de Paula Santander
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/527
- Acceso en línea:
- http://repositorio.ufps.edu.co/handle/ufps/527
https://doi.org/10.22463/0122820X.1830
- Palabra clave:
- Lightweight Concrete
Thermally Expanded Clay
Mechanical Behavior
Equilibrium Density
Compressive Strength
Elasticity Module
Metropolitan Area of Cúcuta.
Concreto Liviano
Arcilla Expandida Térmicamente
Comportamiento Mecánico
Densidad de equilibrio
Resistencia a la Compresión
Módulo de Elasticidad
Área Metropolitana de Cúcuta.
- Rights
- openAccess
- License
- Atribución-SinDerivadas 4.0 Internacional (CC BY-ND 4.0)
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Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| dc.title.translated.none.fl_str_mv |
Comportamiento mecánico de mezclas de concreto de baja densidad con arcilla expandida térmicamente del área metropolitana de Cúcuta |
| title |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| spellingShingle |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta Lightweight Concrete Thermally Expanded Clay Mechanical Behavior Equilibrium Density Compressive Strength Elasticity Module Metropolitan Area of Cúcuta. Concreto Liviano Arcilla Expandida Térmicamente Comportamiento Mecánico Densidad de equilibrio Resistencia a la Compresión Módulo de Elasticidad Área Metropolitana de Cúcuta. |
| title_short |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| title_full |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| title_fullStr |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| title_full_unstemmed |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| title_sort |
Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta |
| dc.creator.fl_str_mv |
Palacios Pabón, José Daniel caceres rubio, jose rafael Sanchez Molina, Jorge |
| dc.contributor.author.none.fl_str_mv |
Palacios Pabón, José Daniel caceres rubio, jose rafael Sanchez Molina, Jorge |
| dc.subject.proposal.eng.fl_str_mv |
Lightweight Concrete Thermally Expanded Clay Mechanical Behavior Equilibrium Density Compressive Strength Elasticity Module Metropolitan Area of Cúcuta. |
| topic |
Lightweight Concrete Thermally Expanded Clay Mechanical Behavior Equilibrium Density Compressive Strength Elasticity Module Metropolitan Area of Cúcuta. Concreto Liviano Arcilla Expandida Térmicamente Comportamiento Mecánico Densidad de equilibrio Resistencia a la Compresión Módulo de Elasticidad Área Metropolitana de Cúcuta. |
| dc.subject.proposal.spa.fl_str_mv |
Concreto Liviano Arcilla Expandida Térmicamente Comportamiento Mecánico Densidad de equilibrio Resistencia a la Compresión Módulo de Elasticidad Área Metropolitana de Cúcuta. |
| description |
In order to develop construction materials with greater efficiency and performance than conventional materials, mixtures of lightweight concrete (LWC) made from thermally expanded clay (TEC) have been generated. In this article we study the mechanical properties (equilibrium density, compressive strength) of the LWC mixtures produced with raw material from the metropolitan area of Cúcuta, contrasting their characteristics with conventional concrete (CC) mixtures. For this, the lightweight aggregates were developed by calcining clay pellets in a rotary kiln at a pilot plant scale at a temperature of 1050 ° C, generating an expansion of 1.60 times of its initial size. Following the methodology ACI 211.2-98 two concrete mixtures were designed: the first, with fine and coarse aggregate of TEC; and the second, with coarse aggregate of TEC and fine aggregate of sand. It was determined that the LWC mixture with the highest efficiency is the one that uses fine and coarse aggregate of TEC, since the density of the LWC decreased by 25% with respect to the density of the CC, maintaining the resistance to compression after 28 days Under the same conditions. In conclusion, LWC mixtures made from TEC with raw materials from the metropolitan area of Cúcuta have a lower equilibrium density and compressive strength similar to that of CC. |
| publishDate |
2020 |
| dc.date.issued.none.fl_str_mv |
2020-01-01 |
| dc.date.accessioned.none.fl_str_mv |
2021-10-30T22:22:24Z |
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2021-10-30T22:22:24Z |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 |
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Text |
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info:eu-repo/semantics/article |
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http://purl.org/redcol/resource_type/ART |
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publishedVersion |
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http://repositorio.ufps.edu.co/handle/ufps/527 |
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https://doi.org/10.22463/0122820X.1830 |
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http://repositorio.ufps.edu.co/handle/ufps/527 https://doi.org/10.22463/0122820X.1830 |
| dc.language.iso.spa.fl_str_mv |
eng |
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eng |
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Respuestas |
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Vol.25 No.S1.(2020) |
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19 |
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S2 (2020) |
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14 |
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25 |
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Palacios Pabón, J. D. ., Cáceres Rubio, J. R. ., & Sánchez Molina, J. . (2020). Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta: Comportamiento mecánico de mezclas de concreto de baja densidad con arcilla expandida térmicamente del área metropolitana de . Respuestas, 25(S2), 14–19. Recuperado a partir de https://revistas.ufps.edu.co/index.php/respuestas/article/view/2271 |
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Respuestas |
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http://purl.org/coar/access_right/c_abf2 |
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info:eu-repo/semantics/openAccess |
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Atribución-SinDerivadas 4.0 Internacional (CC BY-ND 4.0) |
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openAccess |
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Atribución-SinDerivadas 4.0 Internacional (CC BY-ND 4.0) http://purl.org/coar/access_right/c_abf2 |
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application/pdf |
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Area Metropolitana de Cúcuta |
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Respuestas |
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Colombia |
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https://revistas.ufps.edu.co/index.php/respuestas/article/view/2271 |
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Universidad Francisco de Paula Santander |
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Palacios Pabón, José Danieleb7be806b36f51db1a072510e2c44d61600caceres rubio, jose rafael273318281d292b564714cc877f690b22600Sanchez Molina, Jorge7763542bd7973b0f1a7a8a305d08b0ab6002021-10-30T22:22:24Z2021-10-30T22:22:24Z2020-01-01http://repositorio.ufps.edu.co/handle/ufps/527https://doi.org/10.22463/0122820X.1830In order to develop construction materials with greater efficiency and performance than conventional materials, mixtures of lightweight concrete (LWC) made from thermally expanded clay (TEC) have been generated. In this article we study the mechanical properties (equilibrium density, compressive strength) of the LWC mixtures produced with raw material from the metropolitan area of Cúcuta, contrasting their characteristics with conventional concrete (CC) mixtures. For this, the lightweight aggregates were developed by calcining clay pellets in a rotary kiln at a pilot plant scale at a temperature of 1050 ° C, generating an expansion of 1.60 times of its initial size. Following the methodology ACI 211.2-98 two concrete mixtures were designed: the first, with fine and coarse aggregate of TEC; and the second, with coarse aggregate of TEC and fine aggregate of sand. It was determined that the LWC mixture with the highest efficiency is the one that uses fine and coarse aggregate of TEC, since the density of the LWC decreased by 25% with respect to the density of the CC, maintaining the resistance to compression after 28 days Under the same conditions. In conclusion, LWC mixtures made from TEC with raw materials from the metropolitan area of Cúcuta have a lower equilibrium density and compressive strength similar to that of CC.Con la finalidad de desarrollar materiales de construcción con mayor eficiencia y desempeño a la de materiales convencionales, se han generado mezclas de concreto liviano (LWC) elaborado a partir de arcilla expandida térmicamente (TEC). En el presente artículo se estudian las propiedades mecánicas (densidad de equilibrio, resistencia a la compresión) de las mezclas de LWC producidas con materia prima del área metropolitana de Cúcuta contrastando sus características con mezclas de concreto convencional (CC). Para lo anterior, se desarrollaron los agregados livianos calcinando pellets de arcilla en un horno rotatorio a escala de planta piloto a una temperatura de 1050°C, generando una expansión de 1.60 veces de su tamaño inicial. Siguiendo la metodología ACI 211.2-98 se diseñaron dos mezclas de concreto: la primera, con agregado fino y grueso de TEC; y la segunda, con agregado grueso de TEC y agregado fino de arena. Se determinó que la mezcla de LWC con mayor eficiencia es la que utiliza agregado fino y grueso de TEC, ya que la densidad del LWC disminuyó en un 25% con respecto a la densidad del CC, manteniendo la resistencia a la compresión a los 28 días en las mismas condiciones. En conclusión, las mezclas de LWC elaborados a partir de TEC con materias primas del área metropolitana de Cúcuta presentan una menor densidad de equilibrio y resistencia a la compresión similares a la de los CC.application/pdfengRespuestasColombiaRespuestasVol.25 No.S1.(2020)19S2 (2020)1425Palacios Pabón, J. D. ., Cáceres Rubio, J. R. ., & Sánchez Molina, J. . (2020). Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta: Comportamiento mecánico de mezclas de concreto de baja densidad con arcilla expandida térmicamente del área metropolitana de . Respuestas, 25(S2), 14–19. Recuperado a partir de https://revistas.ufps.edu.co/index.php/respuestas/article/view/2271RespuestasPeer review is the responsibility of the Universidad Francisco de Paula Santander. This is an article under the license CC BY-ND Journal of Engineering Sciences Peer review is the responsibility of the Uinfo:eu-repo/semantics/openAccessAtribución-SinDerivadas 4.0 Internacional (CC BY-ND 4.0)http://purl.org/coar/access_right/c_abf2https://revistas.ufps.edu.co/index.php/respuestas/article/view/2271Mechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of CúcutaComportamiento mecánico de mezclas de concreto de baja densidad con arcilla expandida térmicamente del área metropolitana de CúcutaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Area Metropolitana de CúcutaLightweight ConcreteThermally Expanded ClayMechanical BehaviorEquilibrium DensityCompressive StrengthElasticity ModuleMetropolitan Area of Cúcuta.Concreto LivianoArcilla Expandida TérmicamenteComportamiento MecánicoDensidad de equilibrioResistencia a la CompresiónMódulo de ElasticidadÁrea Metropolitana de Cúcuta.ASTM C330/330M, “Standard Specification for Lightweight Aggregates for Structural Concrete,” West Conshohocken, PA, US, 2014.K. H. Yang, G. H. Kim and Y. H. Choi, “An Initial Trial Mixture Proportioning Procedure for Structural Lightweight Aggregate Concrete,” Construction and Building Materials, vol. 55, pp. 431-439, 2014.ACI Committee 213, “Guide for Structural Lightweight Aggregate Concrete (ACI 213R03).,” American Concrete Institute, Farmington Hills, MI, USA, 2003.A. Ardakani and M. Yaasdani, “The Relation Between Particle Density and Static Elastic Moduli of Lightweight Expanded Clay Aggregates,” Applied Clay Science, Vols. 93-94, pp. 28-34, 2014D. Rumšysa, D. Bačinskasa, E. Spudulisa and A. Meškėnasa, “Comparison of material properties of lightweight concrete with recycled polyethylene and expanded clay aggregates.,” Procedia Engineering, vol. 172, pp. 937-944, 2017.H. J. Chen, T. Yen and T. P. Lai, “A New Proportion Method of Lightweight Aggregate Concrete Based on Dividing Strength,” Holand et al. International Symposium for Structural Lightweight Aggregate Concrete, vol. 20, no. 4, pp. 463-71, 1995.S. Chandra and L. Berntsson, “Lightweight Aggregate Concrete,” Science, Technology and Applications, USA, Noyes Publications, 2003.J. A. Bogas and A. Gomes, “A Simple Mix Design Mthod for Structural Lightweigt Aggregate,” Materials and Structures, vol. 46, p. 1919, 2013.ACI Committee 211, “Standard Practice for Selecting Proportions for Structural Lightweight (ACI 211.2-98).,” American Concrete Institute, 1998.H. Z. Cu, Y. L. Tommy, M. S. A. and X. Weiting, “Effect of Lightweight Aggregates on the Mechanical Properties and Brittleness of Lightweight Aggregates Concrete,” Construction and Building Materials, vol. 35, pp. 149-158, 2012.C. C. Yang and R. Huang, “Approximate Strength of Lightweight Aggregates Using Micromechanics Method,” Advn. Cem. Bas. Mat., vol. 17, pp. 133-138, 1998.J. A. Bogas and A. Gomes, “Compressive behavior and failure modes of structural lightweight aggregate concrete – characterization and strength prediction,” Materials and Design, vol. 46, p. 832–841., 2013.A. Gerritse, “Design Considerations for Reinforced Lightweight Concrete,” The International Journal of Cement Composites and Lightweight Concrete, vol. 3, no. 1, pp. 57-69, 1981.ACI Committee 211, “Standard Practice for Selecting Proportions for Normal Heavyweight, and Mass Concrete (ACI 211.1-91),” American Concrete Institute, 1997.G. Cougny, “Spécifications sur les matières premières argileuses pour la fabrication de granulats légers expansés,” Bull. Int. Assoc. Eng. Geol, vol. 41, pp. 47-55, 1990.P. W. Berg, “Investigation of Leca-clay by the Technical University of Denmark,” Leca Internal, vol. 230, p. 33, 1970.ASTM C567-00, “Standard Test Method for Determining Dendity of Structural Lightweught Concrete,” West Conshohochen, PA 19428-2959, US.ASTM C 39 / 39 M, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” West Conshohocken, PA, 19428-2959, US.R:, “A Languagee and Environment for Statistical Computing.,” Core Team, R. Vienna, Austria: R Foundation for Statistical Computing, 2017.ORIGINALMechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta.pdfMechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta.pdfapplication/pdf1723512https://repositorio.ufps.edu.co/bitstream/ufps/527/1/Mechanical%20behavior%20of%20low%20density%20concrete%20mixtures%20with%20thermally%20expanded%20clay%20from%20the%20metropolitan%20area%20of%20C%c3%bacuta.pdfaf1b2bd5945bc67a911cc1396755f6cfMD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/527/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTMechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan area of Cúcuta.pdf.txtMechanical behavior of low density concrete mixtures with thermally expanded clay from the metropolitan 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0001-5014-4203eb7be806b36f51db1a072510e2c44d616000000-0002-3600-8114273318281d292b564714cc877f690b226000000-0002-9080-85267763542bd7973b0f1a7a8a305d08b0ab600 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